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0 <br />R <br />I <br />s <br />I' <br />I <br />k <br />a <br />LL <br />STAFFING - RELEVANT EXPERIENCE <br />Anzac Contractors was the prime Contractor <br />Description of the Replacement of existing bridge and Roadway with a highly decorative bridge in one of the wealthiest <br />scope of the work neighborhoods in South Florida. Anzac submitted and received approval form the Department on the following <br />VECP(s): <br />1. Replaced 18' Auger cast Piles designed to support a Load Transfer platform under the Road with a 6' CSV <br />Grout Piles and reengineered the LTP, saving substantial money and utilizing a much cleaner method. <br />2. Redesigned a complicated precast panel bulkhead with combination of coated steel sheeting and <br />composite H -Piles <br />Other engineering re- designs or solutions that Anzac initiated and received approval on were: <br />1. Made the Department aware of the extent of deterioration of the existing bridge structure that was utilized <br />during construction of Phase I new construction. Within the first days on the job, Anzac discovered that the <br />existing bridge slab were failing and needed an immediate emergency fix; this was the only way on & off a <br />very high profile neighborhood island community. Anzac engineered a temporary steel support structure <br />that was placed under the existing bridge, received the Department's approval and within days after <br />discovery of the problem had the temporary structure installed. <br />2. Redesigned a castin -place portion of the new structure as a Precast element, saving time on oonstructioon <br />of the Superstructure deck. <br />3. Redesigned a complicated CIP Structural Concrete Beam supporting a new Force Main with a Precast <br />solution. <br />4. Redesigned the alignment and fittings needed for a new Force Main and Water Main to better <br />accommodate site conditions and construction phasing. This saved MDWASD (Force Main) and Town of <br />Golden Beach (Water Main) money on their corresponding JPA (s) with the Department. <br />Worked involved in this project included but was not limited to Removal of Existing Structures, MOT with <br />Temporary Traffic Signals at each end of the project to provide one lane traffic across the bridge, 48' Drilled <br />Shafts (self- performed from a barge in a very tight canal), Reinforcing Steel Concrete, Pre - stressed Deck slabs <br />with CIP Superstructure Deck, Steel Sheet Piling, Seismic Monitoring of Multimillion Dollar Houses within 15 LF <br />of construction and existing seawalls that connect to the new construction, road, paving, drainage, utilities, force <br />main & water main, irrigation, sodding, landscaping, fencing, steel handrails, Class V coating. Anzac received <br />an overall grade of '1020 from the Department on this project. <br />Owner /Agency, FDOT District 6 <br />Client Name, 1000 NW 111th Avenue <br />address, Miami, FL 33172 <br />phone number, John Hart, P.E., Senior Project Engineer <br />email address Tel. 954- 214 -9260 john.hari @camahan -proctor.00m <br />General ANZAC — Bridge Contractor <br />Contractor Steve McNamara 305 - 669 -1986 <br />Total Construction Estimated Cost I $3.0 Million I Total Construction Actual Cost I $2,781,931.00 <br />Project Status <br />Completed (January 2006) <br />1 24 <br />